AS NZS 1554.1-2004 structural steel welding part 1 welding of steel structures

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183F1F96BAC54D5BAF04FEC49BF5B288

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日期:

2024-6-22

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AS/NZS 1554.1:2004,Australian/New Zealand Standard.,Structural steel welding,Part 1: Welding of steel structures,STANDARDS,AUSTRALIA STANDARDS,AS/NZS 1554.1:2004,This Joint Australian'Ncw Zealand Standard was prepared by Joint Technical,Committee WD-003, Welding of Structures. It was approved on behalf of the,Council of Standards Australia on 19 December 2003 and on behalf of the Council,of Standards New Zealand on 5 March 2004. It was published on 24 March 2004.,The following arc represented on Committee WD-003:,Australian Chamber of Commerce and Industry,Australian Industry Group,AUSTROADS,Bureau of Steel Manufacturers of Australia,Electricity Supply Association of Australia,Institute of Engineers Australia,New Zealand Heavy Engineering Research Association,New Zealand Non-dcslructiv'c Testing Association,Steel Reinforcement Institute of Australia,diversity of Sydney,Welding Technology Institute of Australia,Keeping Standards up-todate,Standards arc living documents which reflect progress in science, technology and,systems. To maintain their currency, all Standards arc periodically reviewed, and,new editions arc published. Between editions, amendments may be issued.,Standards may also be withdrawn. It is important that readers assure themselves,they arc using a current Standard, which should include any amendments which,may have been published since the Standard was purchased.,Detai led information about joint Australian'Ncw Zealand Standards can be found byvisiting,the Standards Web Shop at www.standards.com .au or Standards New,Zealand web site at www.standards.co.nz and looking up the relevant Standard in,the on-line catalogue.,Alternatively, both organizations publish an annual printed Catalogue with full,details of all current Standards. For more frequent listings or notification of,revisions, amendments and withdrawals. Standards Australia and Standards New,Zealand offer a number of update options. For information about these services,users should contact their respective national Standards organization.,We also wcisme suggestions for improvement in our Standards, and especially,encourage readers to notify us immediately of any apparent inaccuracies or,ambiguities. Please address your comments to the Chief Executive of either,Standards Australia International or Standards New Zealand at the address shown,on the back cover.,This Standard was issued in draft form for comment as DR 02618.,AS/NZS 1554.1:2004,Australian/New Zealand Standard.,Structural steel welding,Part 1: Welding of steel structures,Originated in Aus?raia 鳍 AS CA8—1933.,Originated in New Zealand, in pait,第 NZS 4701:1981.,Pievious edidon AS/NZS 1554.1:2000.,Sevens 6di6on 2004.,COPYRIGHT,O Standards Austtrdia/Standards New Zealand,AH ri^its are reserved No part of this woik may be neproduoed or copied in any form or by any,means, electronic or mechanical, induding Eoeocop/ng. without 5e written permission of 5e,publisher.,JoinBy published by Standards Australia kntema60nq Ltd. GPO Box 5420. Sydney. NSW 2001,and Staadaids New Zealand. PHvate Bag 2439, Wellington 6020,IS8N0 7537 6730 8,AS/NZS 1554.1:2004 2,PREFACE,This Standard was prepared by the Joint Standards AustraliazStandards New Zealand,Committee WD-003, Welding of Structures, to supersede AS/NZS 1554.1—2000.,The objective of this Standard is to provide rules for the welding of a wide range of steel,constructions and while it is expected that its main use will be for statically loaded welds, it,applies also to some welds subject to fatigue. Although this Standard has been specifically,prepared for steel structures, it may be usefully applied to machine frames and other types,of steel constructions.,The Standard requires that weld preparations, welding consumables and welding procedures,be qualified before commencement of welding. Prequalified joint preparations, welding,consumables and welding procedures are also given in the Standard.,The Standard, in catering for structures subject to fatigue conditions as well as statically,loaded structures, provides two categories of welds with two differing levels of weld quality,assurance associated with the different types of service to which the welds are subjected.,The intention is that the designer select the categorj* suited to the severity of the service and,nominate this on the drawings. Where a structure contains both categories, this nomination,of appropriate categories will ensure that appropriate levels of supervision and inspection,will be applied to the relevant parts of the structure.,Statements expressed in mandatory terms in notes to tables and figures are deemed to be,requirements of this St……

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